Attachment 4- Traffic Impact Assessment

                                                                                                  21 November 2023
                                                                                         SLR Project No.: 620.V30926
Stockwell Development Group Pty Ltd                                       SLR Ref No.: 620.V30926-R01 VMU TIA v1.0
Noosa Village Mixed Use Development                                                                   20231121.docx


Table 4     Development Yield Summary............................................................................... 8
Table 5     Parking and Circulation Design Compliance Assessment .................................. 10
Table 6     Acceptable Outcome Car Parking Requirement – Lot 3 ..................................... 11
Table 7     Acceptable Outcome Car Parking Requirement – Lot 7 ..................................... 11
Table 8     Existing Representative Uses ............................................................................ 13
Table 9     Representative Uses Parking Demand Profiles – Thursday ............................... 14
Table 10    Representative Uses Parking Demand Profiles – Saturday ............................... 14
Table 11    Lot 3 Bicycle Parking Provision - Acceptable Outcome ...................................... 22
Table 12    Lot 7 Bicycle Parking Provision – Acceptable Outcome ..................................... 22
Table 13    VMU Bicycle Parking Provision .......................................................................... 22
Table 14    Lot 3 End of Trip Facilities – Acceptable Outcome ............................................. 23
Table 15    Lot 7 End of Trip Facilities – Acceptable Outcome ............................................. 23
Table 16    Noosa Business Centre Surrounding Development Assumptions ...................... 26
Table 17    Trip Rates and Calculated Trips for Noosa Business Centre Surrounding
            Developments.................................................................................................... 27
Table 18    Noosa Civic Trip Generation – September 2023 ................................................ 28
Table 19    Noosa Civic Shopping Centre Door Count Data ................................................ 29
Table 20    Calibrated Traffic Generation for Expansion GLA .............................................. 30
Table 21    Retail (Shopping Centre) Use Drop-in Trips ....................................................... 31
Table 22    VMU Development – Trip Distribution ................................................................ 31
Table 23    Lot 1 Noosa Civic Shopping Centre – Trip Distribution ...................................... 32
Table 24    Surrounding Development (excl. Lots 2 & 10-16) – Trip Distribution .................. 32
Table 25    Surrounding Development (Lots 2 & 10-16 only) – Trip Distribution ................... 32
Table 26    Study Intersections Summary ............................................................................ 33
Table 27    DTMR GARID Intersection Performance Thresholds ......................................... 34
Table 28    Critical Delay Thresholds ................................................................................... 35
Table 29    I1: Hofmann Drive / Emporium Drive – SIDRA Outputs ..................................... 36
Table 30    I2: Hofmann Dr / Noosa Civic Loop Road – SIDRA Outputs .............................. 37
Table 31    I3: Hofmann Drive / Rene Street / Loading Dock Access– SIDRA Outputs ........ 38
Table 32    I4: Emporium Drive / Main Street – SIDRA Outputs ........................................... 39
Table 33    I5: Hofmann Drive / Main Street – SIDRA Outputs ............................................. 40



Figures in Text
Figure 1    Site Location – Regional Context ......................................................................... 2
Figure 2    Site Location – Local Context .............................................................................. 3




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